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EXISTING RR 1. COLD-FORMED LIGHT GAGE STEEL SHALL CONFORM TO ONE OF BAR JOIST BY OTHERS THE FOLLOWING ASTM STANDARDS: A36/A36M, A242/A242M, A283/A283M, A441 M, A446/A44M, A500, A529/A529M, A570M, I I A570/A570M, A572/A572M, A588/A588M, A606, A607, A611, I Iul l DESIGN A653/A653M, A715, A792. 11" M R DEFLECTION TRACK Ilk 2. Work shall use ClarkDietrich ProStud@ and ProTrak@ cold-formed steel I I CONTINUOUS TRACK w/ hILTI PLANNING framing members. 1 FULL, PARTIAL I I DESIGN X o s-1 TYP. HEIGHT, OR I I 3-3/4" Stainless Steel Expansion ENGINEERING Wedge Anchor, 3. LOAD-BEARING STUDS SHOULD BE SPACED THE SAME AS Q METAL TRACK w/ (3) -2") X 3" WOOD SCREWS NO 1 BOARDONI 1/2" Anchor Dia @ 32" SUPPORTED JOISTS/RAFTERS/TRUSSES, AND SHOULD BE LOCATED —� (3)-#8 SCREW EA SIDE EITHER SIDE DIRECTLY UNDER SUCH JOISTS/RAFTERS/TRUSSES. WALL TRACK IS (3)-#8 SCREWS 1 LATERAL BRACING OF STUD WALL Ir ALTERNATE BRACING @ 48 OC NOT DESIGNED TO SUPPORT SUPERIMPOSED LOADS. 48 I .x 15445 VENTURA BLVD., SUITE 367 SHERMAN OAKS CA 91403 4. AXIAL LOAD-BEARING STUDS MUST BE FULLY SEATED INTO THE Q ProSTUD Drywall Framing N\\-- (3)-#8 O ' WALL TRACKS (1/16" MAXIMUM GAP BETWEEN THE STUDS AND THE 0 � @ 16" OC SCREW EA SIDE Hilti Shot pin @ 16" O.C. TEL: (818) 402-4485 TRACK WEBS). FASTENERS ARE NOT DESIGNED TO SUPPORT AXIALCONT'S TRACK w/ #8 - Screws spaced a minimum of 6 I I STUD LOADS, AND PROPER VERTICAL LOAD TRANSFER RELIES BRACE @ 32" EXISTING STUDS @ 16" OC 16 in. o.c. to framing members spaced at 16 in. or 12 in. o.c I I SLAB ON GRADE FAX: 818 479-9690 UPON FULL BEARING OF THE EFFECTIVE AREA OF THE STUD. 3-5/8" ProSTUD 33MIL __,z o PLAN VIEW I I S4-1 I I a a www. midesigncorp . com 36 T-BAR CEILING BY OTHERS TYP. 5. PROVIDE BLOCKING OR BRIDGING BETWEEN JOISTS OR RAFTERS (Yield Strength 33ksi)WHICH ARE MORE THAN 6 FT IN LENGTH. THE CONTRACTOR SHALL INSPECT THE ° ICC-ES AC86-2015 EXITING MASONRY WALL REINFORCED AND /ClarkDietrich BOTTOM TRACK IS FULLY GROUTED 6. TOP CONNECTION FOR METAL STUDS WITH DEFLECTION CHANNEL Q 362PDT125-33 Q WITH DOUBLE TRACK. STUDS SHALL BE ATTACHED TO INSIDER CHANNEL WITHOUT COMPROMISING VERTICAL OR LATERAL I DETAIL (TYP.) 3 DETAIL (TYP.) 4 MOVEMENT. DETAIL (TYP.) 1 PARTITION SHALL NOT BE USED � DETAIL (TYP.) 2 SCALE: NOT TO SCALE S-1 TO SUPPORT SHELVING OR OTHER SCALE: NOT TO SCALE S-1 SCALE: NOT TO SCALE S-1 NONSTRUCTURAL ITEMS, UNLESS SCALE: NOT TO SCALE S-1 7. STUDS APPROVED BY THE ENGINEER OF RECORD. FRAMING NOTES: Product category:ProSTUD@ 33MIL Drywall Stud 1 . WHEN ADDITIONAL WALL BLOCKING IS REQUIRED FOR THE SUPPORT E.N Product name: 362PDS125-33 33ksi OF ITEMS ATTACHED TO FACE OF WALL. SEE WALL BACKING DETAILS. G40EQ - Punched 3-5/8" ProSTUD 33MIL (33mil) Geometric Properties 6 TYP. Web depth 3.625 in Weight 0.752 Ib/ft S-1 Flange width 1.250 in Punchout width 1.500 in x (N) 2x4 STUD (N) 1/2"0 STEEL THREADED ❑ Stiffening lip 0.250 in Punchout length 2.500 in TYP. s_1 @ 16 O.C. ROD W/2"MIN. EMB. @ 24"O.C. Design thickness 0.0346 in Minimum thickness 0.0329 in o BOLT HOLE 1 BE DRILLED Yield stress, Fy = 33 ksi TYP. `' OVERSIZED. 1/16 MAX. S-1 USE SET-XP EPDXY 8. TRACK 2x P.T. SILL PLATE z Product category:ProTRAK@ 33MIL Drywall Track 1-1/4 leg E.N. J Product name: 362PDT125-33 33ksi 0- M C45 G40EQ - Unpunched 3-5/8" ProTRAK 33MIL (33mil) o 1 2 w (E)CONC.SLAB `, v z Z O Geometric Properties v TO REMAIN Inside web depth 3.625 in Weight 0.752 Ib/ft (E) RR TO REMAIN (E) RR TO REMAINI— Leg width 1.250 in Minimum thickness 0.0329 in Q Q Design thickness 0.0346 in Yield stress, Fy - 33 ksi NEW 3'-0"HEIGHT WOOD WALL v LL z Z) DETAIL (TYP.) 4A O LL CONCRETE/CMU SCALE: NOT TO SCALE S-1 (BY OTHERS) 6 TYP. a / TYP. S_1 TYP. 3 3 N QROFESS/pNq S-1 S-1 12" (MAX.) �oG��G� TRACK OR STUD WEB w NO.C53210 m C -SHAPES STIFFENER a. Exp. Date E 6/30/21 SCREW SCREW �� CI V1\ ATTACHMENT ATTACHMENT ROOF FRAMING PLAN X (ARCH . PLANS SHOWING FIRST FLOOR PLAN) � 3 �I SCALE: 1/4"=1'-0" ° S-1 SEE STUD TO STRUCTURE DETAILS L FULL, PARTIAL HEIGHT, OR NO GYPSUM TRACK ProSTUD Drywall Framing BOARD ON TRACK o © 16 OC OFHSU D SIDE WALL STUDS @ 16" OC 3-5/8" ProSTUD 33MIL 362PDS125-33 (Yield Strength 33ksi) TYP. 4 BOTTOM TRACK ICC-ES AC86-2015 362PDT125-33 ❑❑ ❑❑ 4 n❑ n❑ 1177711111 (i PLAN VIEW DETAIL (TYP.) 7 (E) SLAB–ON–GRADE S-1 SEE BASE CONNECTION DETAILS O Q Q SCALE: NOT TO SCALE S-1 4 TO REMAIN FRAMING NOTES: J 8 8 1 . BRACE WALL LATERALLY AS REQUIRED BY DESIGN. SEE TYPICAL ❑ ❑ S-1 LATERAL BRACING DETAILS. U TYP. TYP. 2. WHEN ADDITIONAL WALL BLOCKING IS REQUIRED FOR THE SUPPORT — 8 4 TYP. 4A OF ITEMS ATTACHED TO FACE OF WALL. SEE WALL BACKING DETAILS. Q 0 0 (E) SLAB–ON–GRADE S-1 El El TO REMAIN S-1 DETAIL (TYP.) 5 o Q w LEGEND SCALE: NOT TO SCALE (E) CONT. FT'G. TO REMAIN TRACK0 El El LU 2 N0.8 SCREWS @ 24 O.C. � = r , � —1 ONE PER FLANGE ` INDICATES NEW METAL STUD WALL @ 16" O.C., U.N.O. 4A EJ C-SHAPES II TRACK ORC-SHAPE C (n TYP. ATTACH WITH NO.8 SCREWS GEl " I ii (MINIMUM DEPTH=HEADEREl El ❑ ❑ ❑ S-1 2NO.$SCREWSAT :F'' DEPTH MINUS'/INCH) J 1 TYP. TYP. 24 ON CENTER, Ir. INDICATES NEW WOOD 2x4 STUD WALL 16" O.C., U.N.O. ONE PER FLANGE KING STUD(S) J ❑ 5 5 TRACK S-1 S-1 JACK STUD(S) O CRIPPLE STUD a INDICATES (E) WALL TO REMAIN TRACK NO.8 SCREWS THROUGH TOM SHEATHING TO tAC 7777777 . JACK AND KINGS City of Tracy ❑ AT 12 ON CENTRACY APPROVED E 0 INDICATES (E) WALL TO BE DEMOLISHED STRUCTURALS ❑ I � 12/11/2020 H Ip FOUNDATION PLAN ! Development Services CV Building DivisionEl DETAIL (TYP.) 6 0 SCALE: 1 /4"=V-0" SCALE: NOT TO SCALE S-1 ❑ ❑[U]❑m[r❑ [HIFTM❑❑EDd IIQ❑m